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H STEEL JOIST -SEE
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10401(o'
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i
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L SUPPORT FOR
OVER INTERIOR SEE PLAN FOR SIZE
DEC',< 45 REQUIRED SUPPLIER FOR 5RC:;. F-)EPTI-45,
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GIRDERS U.N.O.
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LH-SP(SPECIAL) STEEL SEE PLAN FOR SIZE W/ ERECTION BOLTS Ole
JOIST TO BE DESIGNED TO
SUPPORT ADDNL. WALL LOAD
NOTED ON THE FRAMING PLAN
3/4 1 -0 ° 5409
CONT. L0X4X1/2 L.L.H.
T/DEC<+42'-0" AT 3RD/ROOF
TIDECK, SLOPES Al' MAIN ROOF
1'/2' METAL ROOF DECK -7
PL3,4XroxO'-6 FOR STEEL JOIST GIRDER
TYPICAL JO!57; GIRDER SEE PLAN FOR 614-E
DO NOT WELD UNLESS NOTED 1 1
6EG-17-10N 5 F C, ON
/4
3 5409 3 9 1- to
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CONT. L8X4X'12 L.L.H. T/5 +42' -8'i2
- -
1'
,2" METAL ROOF DECK -
t
SLOPE T
11/2 METAL ROOF DECK 1/4'/FOO T/6 +41'-51-/2 '1/2' METAL ROOF DECK
O�j
0
I WALL LINE
11-01 i
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Je_
O.C,.—,\ i
STEEL BEAM -SEE r_z
PLAN FOR SIZE
\--,STEEL JOIST GIRDER
SEE PLAN FOR SIZE
Ili
JOIST k JOIST GIRDER
SUPPLIER TO DESIGN 4
6UPF-I'T' BEAM -TO -JOIST
GIRDER CONN. WHERE SHOWN
5 E C IT 1'
3/4
112 GAP 5TWN.
JOIST 4 SEAM
T/54.13'-3'tv2ND
ON
6409
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STEEL BEAM
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cd
3/4 =1 -OR S40c3
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5TWN. JOISTS
T/5 SLOPES
AMAIN ROOF
T/5 +21 -S" 3RD /ROOF
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CONT. L8X4Xl12 L.L.H.
70
11/2 METAL ROOF DECK _j N
c z z
jo
T/5 41 E71/2 w v
U,) z
-E
2
R
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/
+
TEFL BEAM -SEE
P
BEAM FOR
4
?ALAN F -OR SIZE SLOTTED P' 3/4X5XI
LH STEEL JOIST -SEE
PLAN FOR SIZE
2-1-21/2 X21/2 X 1/45RACE
TO BOTTOM FLANGE
OF SPANDREL GIRDER r10
TYPICAL U.N.O. 3/4 =1 -0 1
11/2' METAL ROOF DECK
I ii
T/S VARIES
F-
SEE PLAN
STEEL BEAM - SEE BEAM SEAT
PLAN FOR SIZE
STEEL SEAM -SEE STEEL BEAM - SEE
PLAN FOR SIZE
PLAN FOR 51ZE BOTTOM CHORD -
OUTLINE OF ARCH. WALL
BRACE WHERE REQ'D.
SEE
L3X3X,/45R,4CE FROM TOP
CHORD OF ADJACENT JOIST
IO TO E30TTOM FLANGE OF
&EC;7N
3 SPANDREL BEAM, AT '/4 _OR 3
/4 1 =1 1 -0 g POINTS OF BEAM SPAN 3/4 5409 /4 =1 -0
STIFFENED SEAT CONN. EXTERIOR WALL
FOR JOIST GIRDER.
STRUCT. 6%. FABRICATOR '04,01ro' O.C.
5,4R/4>/,4
MISC. L SUPPORT FOR---\ TO COORDINATE W/ J018T
_T -_ - -_ I
I AT �,. of:
DECK AS REQUIRED SUPPLIER FOR 5RG. DEPTHS,
BOLT GAGES, WELD REQ'S, ETC-
BEAM
3RD FLOOR
I
STEEL JOIST GIRDER
SEE PLAN FOR S!ZE
STEEL COLUMN STI=ENED JOIST SE,47
W12 51 � I, a
SEE PLAN FOR SIZE W/ ERECTION BOLTS
ON
3/4' =1 -0
---
pj 3,4><r
OXC,-& FOiR
TYPICAL JOIST GIRDER
DO NOT WELD UNi-ESS, NOTED i I
31211=11-01
64013
2'/2 ICONIC. ON 11/'2
lt/2 METAL
COMPOSITE DECK ROOF DECK
STEEL SEAMS SEE--'-- cA
PLAN FOR SIZE
3/4 1 1 a
=1 -0 5409
STEEL BEAM uj/ MOMENT-/",
CONN. -SEE DTLS. ON fit
STEEL JOIST GIRDER
SHEET 840
SEE PLAN FOR SIZE 5406 11
UJ12 STEEL COLUMN
SEE PLAN FOR SIZE IH
eECTiON 1,4
3/4' 1 1 ::1 co C\2 cc
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P-4 i;5 -1w k
4 � )cj
04al6l O.C.
3 1_0
-- —_ -- - - - -- -.---
50
5F;R,4CE WHERE REQ'D.
3 1
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P-4w co
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EXTERIOR WALL
CONT. L8X4Xtl2 L.L.H. W/ b Cc
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SUPPORT ADDNL. WALL LOAD SECTIONS
NOTED ON THE FRAMING PLAN